“…In underground mineral mining with different methods, e.g. open stoping, room-and-pillar, backfilling, shrinkage stoping, caving of ore and enclosing rock mass [1][2][3][4], under conditions of variable physical and mechanical properties of rocks, stress-strain behavior, strata movement, faulting and in the presence of fluid-containing strata, formation of the secondary stress field is a dynamically unstable process [5][6][7][8][9][10][11][12]. For this reason, the prime studies use the method of virtual experiments with numerical models of geological and geotechnical systems, and with further verification of the results by physical simulation of the systems or by comparison with qualitative data of the in situ observations and tests.…”